Construction of Ward Office in Ward No. 42

Earth work excavation in Hard soil using one cum Bucket Hydraluc Excavator with all leads and lifts and transpotation of ecavated matiral by mechcanical means. and direction of Engg -in- charge

Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of Engineer- in-charge.

Supply and filling in foundation and plinth with river sand, in layers including watering, with cost, conveyance, royalties, and taxes of all materials, cost of all labour, carriage of water, sundries T & p required for the work etc all complete as per the specification & direction of E-I-C

PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C

RCC M-25 using 12 mm & 20 mm size c.b.h.g chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering & curing, finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyance, royalties, taxes of all materials and cost of all labour T & P, such as concrete mixer, concrete vibrator etc all complete as per the specification and direction of Engineer-in-charge. Column Base

1st floor

Cutting, straightening, coiled on bent up MS rod or tor steel, welding or jointing if necessary including bending, binding, tying the steel rod as required for RCC work including hoisting, lowering and placing in proper position according to approved design and drawing, including cost, conveyance, loading, unloading, taxes of MS rod or tor steel of binding wires of 18 to 20 gauge required for the works and cost of all labour and sundries T & P and scafolding all complete a per the specification and direction of E-I-C

1st floor

First class Fly Ash brick work in cement mortar (1:4) in Foundation & Plinth with best quality bricks having crushing strength from 75kg/cm2 to 99kg/cm2, immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes moulding, chamfering, corbelling etc. complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.

First class Fly Ash brick work in cement mortar (1:6) Superstructure with best quality bricks having crushing strength from 75kg/cm2 to 99kg/cm2, immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes moulding, chamfering, corbelling etc. complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.